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C11`1 <br />C.0 <br />C11`1 <br />r') <br />Ln <br />F— <br />Z3 <br />v- <br />0 <br />C14 <br />9 <br />-Ki- <br />C14 <br />r— <br />Ln <br />LO <br />co <br />-.4- <br />cN <br />C14 <br />tn <br />LC) <br />Cr) <br />0 <br />__j <br />-.I- <br />c14 <br />r— <br />L0 <br />Ln <br />C=1 <br />I <br />r1) <br />C14 <br />F— <br />cf) <br />0 <br />C14 <br />CD <br />C14 <br />E <br />0 <br />E <br />0 <br />9 <br />0 <br />L= <br />C14 <br />LO <br />C:) <br />cl-A <br />LO <br />Z6 <br />Cn <br />CD <br />LLJ <br />M <br />Cn <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "I'" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P�S,I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING I <br />FILLED CELL LEGEND <br />0 CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERIVIESH REINF. WHERE SHOWN ON <br />SEE PLAN. FOUNDATION PLAN <br />LU <br />U) <br />I %JN <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=V-0" <br />#5 CONT REINF. <br />SEE FIND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER <br />BAR <br />PLAN DETAIL <br />SCALE: 1 112"=1'-T <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />N E=-] — 6x6 W1.4xVV1.4 <br />LU W.W.F. <br />4 <br />4 <br />4 15, 4 <br />4 0 <br />4 <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTIN <br />SCALE: 3/4"=l'- <br />5x5x3/8" A36 STEEL <br />BASE PLATEA �—T <br />=q <br />5 4 <br />SECTION A -A <br />A <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />\--CONCRETE <br />SLAB PER PLAN <br />rFM24 BOLLARD DETAIL <br />SCALE: 3/4" = V-0" <br />SYMMETRICAL <br />Ole 541-411 <br />18'-4" 18--0" 18--0" 01 <br />13'-4" o, 3-8-- 3'-81, 13'-4" 1.-0%. 13'-4" J 3�-8" 01 <br />'01 '0 <br />VERIFY VERIFY T-0" x T-T x 1 1.0.1 VERIFY <br />LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD <br />T-0" x T-0" x V-0" (2) #5's PAD PAD PAD <br />-4 HOSE---, 1. <br />Z-O" x 2`14' x V-0" 1 2'.0" x Z-0"x V-0" 2A" x 2'.0" x 1 1-01, <br />�-HOSE -qO —SE - BlBnMT=:�j <br />w/ (3) #5 E.W.. RIR BIB wl (3) #5 E.W. w/ (3) #5 EW <br />w/ (4) #5 E.W. <br />-0.'x V- <br />,EW <br />C-3 CONDENSATE CONDENSATE U U CONDENSATE -1 F <br />LINE LINE LINE I <br />4" El FIN. OL -4" ELEV. FIN. -4" ELEV. FIN. <br />f*'7� - 11 IF <br />rA U-1 LU <br />Cl- '--r CONC. SLAB 0- CONC. SLAB CONC. SLAB <br />1.0 C� CD 2 V 011 <br />�3 4" 81, 1 '-8" " I L. - Z-8" <br />,1 e 13' J J- I I I L. -101. L. lA <br />L 6'- -10" S-110" Z-8" 2'-8" 3 3 6 6-8 1 3'-10 3'- 10' <br />0 40 0, <br />41 4-4- �4` <br />0 M N 0 11 0 M 0 M <br />:4 <br />Oil - <br />PROVIDE I)LRE�CESS -OR PROVIDE 1 Y2" RECESS FOR Pl DE Yj'l IbE- <br />19 - 2'- <br />SLIDING GLASS DOOR. �EFER 0 SLID E <br />ll� GLAS--SD60-R RE-FRT-p- �LIDII IG GLASS DOOR EFER F <br />MASON'S SCOPE FOR V IDTH F MASO TS SCOPE FOR WIDTH MASC N'S SCOPE FOR V IDTH <br />1 00 L 00 cc <br />- I 1 00 A I <br />PROVIDE LINE FOR PROVIDE LINE FOR <br />I ICE MAKER I I I ICE MAKER <br />47 4-77-1 r 717.. '-1 n <br />3Y2" MIN. 3000 PSI CONIC. SLAB FOR <br />C� 11 11 1 -1 Hill <br />V HERNANDO COUNTY ONLY. 3Y2" MIN. <br />'�T IT) 2500 PSI CONIC. SLAB OVER 6 MIL. <br />J1 <br />7 VISQUEEN VAPOR BARRIER <br />t DBL. SINK wl C9 DBL. SINK wl DBL. SINK wl C? <br />C.j. DISPOSAL zo DISPOSAL C.i. DISPOSAL cc <br />---------- fr�- = - - - - <br />(0 r55'� r ---lr- --11 r- <br />1 0 11 0 1 <br />I 111L Jl, -ill IL -i L -ill I i I <br />L==z- 2 � L i <br />TYP. @ L -L <br />2-STORY U.N E 3 E <br />5--1 Oj-- 5'-982" 8 <br />rl 2%' 25" 112'-�2- op <br />12'- 5�1 8 5'-9j <br />PWO PWO <br />d 0 C.5 <br />14'-6'1 3'- 1011 1, 3--10" 14'-2" 14'-2" LO 3--10" <br />A <br />00 F-1 I <br />F- --1 F-� <br />M 19 1 <br />10 <br />0'-0-- ELEV. - 0'-0" ELEV. 0--0" ELEV <br />FIN CONC. SLAB FIN CONC <br />A FIN CONC. SLAB <br />-7 7 - <br />C.j. I C.j. <br />00 1 C. <br />rG G -1-7 <br />�3 1 --_ -7 <br />1 -7 -7 <br />9 @ FOUNDATION @ FOUNDATION I I @ FO <br />�0 UNDATION <br />A <br />1-0 <br />'01 1 �'-4" L, '2','0" 111 2-10" 16 16-0" 2'JO" <br />00 <br />-7 <br />,2 F -11 <br />co <br />F <br />13 L -11 IL _7 L i <br />0? C? <br />_7 7 <br />10 JELEV. APPROX. I <br />il-1/2" BELOW F.F. I <br />ELEV. CAN BE NO I N\ N I <br />IMORE THAN 1-1/2" L <br />A BELOW TOP OF F <br />EGRESS DOOR <br />ITHRESHOLD. FIELD <br />rK 19 <br />iVERIFY K (0 K K (0 <br />I\ H N 1\��.HTI/ I <br />PROVIDE 1/2" RECESS FOR 0 1\ �3 �, �3 PROVIDE 112"RECESS FOR PROVIDE 112" RE E R k.. �3 L <br />L CD C S zo <br />-1 T -1 A <br />L FRONT DOOR. REFER TO EFER <br />LFRONT DOOR. REFER TO __j L FRONTDOOR <br />n,,- 12'- M�S­ON'97501�-EFOl FOR WIDTH <br />MAS-0-NrS 900PIE -FOR WIDTH e_ -1 OTI 91 op <br />7 FM24 F FM24 <br />Im 110 [[a 13J r/////, Im I I Ed j IM , Ell <br />411 4" -4` rx <br />INI-LO 4,_O., 101-15" 1 1 10'-6" 1 0" ;l .-0"1 4'-0" 1 -8' V-1- 4'-0" ;I-01VO11 101-6" <br />01 40 In 10 10 01 <br />co <br />-60 0 o? 9 OIL 4" ELEV. FIN. <br />C? <br />CONC. zo <br />9 jjk-4'- ELEV. FIN. -4" ELEV. FIN. Si <br />CONC. Sl CONIC. SLAB <br />rpwo <br />L: <br />-A <br />—C.j. C.j. C.j. <br />9 <br />10 Lr) <br />7 Uj C.j. C.i. <br />11-4' 6-8" C�) + <br />ii�wo * 31-01. x T-0" x 1 All Ic? I <br />T-0" x T-10" x 11'.0", <br />w/ (4) #5 E.W. 9 wl (4) #5 E.W. C> I I ELEV. APPROX. ELEV. APPROX. 1 9 <br />1\ �3 L 0 LO 1 1-1/2" BELOW F.F. 1- 1-1/2" BELOW F.F. <br />I r5 5'�-N I ELEV. CAN BE l I I ELEV. CAN BE NO <br />I MORE THAN 1-112' MORE THAN 1-1/2" <br />A BELOWTOPOF BELOW TOP OF <br />EGRESS DOOR o? EGRESS DOOR <br />2'-6" x 2'-6" x V-0" THRESHOLD. THRESHOLD. LO 24" x Z-13" x 11'-0" <br />C? W/ (3) #5 E.W. wl (3) #5 E.W. 9 <br />A� Cl) FIELD VERIFY FIELD VERIFY <br />�3 rj-*� i - x <br />co <br />0 S3 <br />- 1 3 A <br />�0 0 "SEE S-3 FOR -1 <br />RECESS OPT." 00 <br />L 50 o? <br />HOSE <br />BIB <br />\, �3 <br />k1HOSE 3) E' <br />(2) #5 VERTICALS —(2)#5VERTICALS BIB BIB SE (2) #5 VERTICALS <br />WIIN FILLED CELL W/IN FILLED CEL WIN FILLED CELL <br />8'-0" -T1 --8" <br />V-8" V-8" V-8" <br />6-8" V-8" 8'-0" <br />13'-4" 1 V-4" <br />FOUN <br />SCALE: Y4"=V-0" <br />V-8" <br />INDICATES FILLED CELL W/3000 <br />PSI CONC. GROUT FROM FTR. <br />TO BEAM W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />DATION PLAN - LEFT SIDE I <br />A�.- <br />t ti LL, <br />Cn <br />CLr— C= <br />cc C-) C <br />C14 <br />In <br />C14 <br />CU <br />E <br />Ilk/ <br />0 ol" <br />tz <br />'7� 6 <br />F <br />OF E SZ, N� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />Residential th Edition, Engineers s ignature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />E S <br />0 <br />C81 24 0 W <br />*1 0, <br />C a , ) 6 - - * <br />00 <br />0 co LL <br />Lu <br />c� <br />L 0- �e CD <br />LL V) <br />MAN -- Z� ?: zo <br />Z 0) i�: 0 Z) <br />2,0.- 0 <br />4 M Lu <br />:3 CU <br />W 0 z <br />U) <br />Ci 0� 01- LLJ <br />IL <br />00 <br />z z < 0 z: <br />IN co <br />0 b <br />z I <br />W <br />U0 <br />.2 <br />4-1 <br />A <br />0 <br />Ln <br />V) <br />LJJ <br />E <br />U <br />09 <br />Z <br />§ <br />-j <br />E <br />Z< a <br />0 <br />E U <br />Z <br />@ <br />0 <br />C1 <br />:E 0 <br />00 <br />E <br />10 <br />0 < <br />�z <br />�z <br />z <br />U:> <br />0� <br />.0 <br />0, <br />z <br />110. <br />m <br />�z <br />0 <br />2 W <br />I z <br />00 <br />W <br />C/5 <br />< <br />z <br />Cn <br />0 <br />1, <br />ej.0 <br />C:) <br />> 00 <br />U <br />co <br />4i <br />0 <br />a) <br />CN <br />CT <br />60 <br />W o co <br />cy) <br />0 (D <br />C? c) <br />Lo <br />N <br />It c1r) C:) <br />C:) <br />(:7) <br />c-6 <br />C\I <br />< ill (0 -- <br />LO <br />4i <br />CV) <br />Z, <br />z <br />E <br />CU <br />CU <br />E 4i <br />0 <br />< <br />C <br />a) <br />JOB <br />NO 23-05719-05724 <br />SCALE : AS NOTED <br />SHEET NO. <br />2. 1 <br />1]-- -11 -11 - F - ---F--- -- — -- - I - <br />I Fall --1 1. �:,l m I a&, Afklvill� i,i, W�i <br />